Determine the fixed end moment FEMCB with a settlement of 1.4 in. at support B.   As in Chapter 16, include the effect of settlement in the FEM calculation.  Let w = 2.4 kip/ft, L = 27 ft, E = 29,000 ksi and I = 1,850 in.4.

Determine the fixed end moment FEMBC. Let w = 1.1 kip/ft and L = 28 ft. Assume EI = constant.

Use the portal method to determine the magnitude of the approximate shear in column AE. Let P1 = 36 kN, P2 = 54 kN, L1 = 8 m, L2 = 6 m, L3 = 7 m, and L4 = 5 m.

A building frame whose joints do not undergo translation is a frame without _______.

Determine the distribution factor DFBC. Let w = 1.2 kip/ft, L1 = 32 ft, and L2 = 24 ft. Assume EI = constant.

Determine the fixed end moment FEMAB. Let w = 2.3 kip/ft and L = 24 ft. Assume EI = constant.

Determine the magnitude of the bending moment at A. Let w = 2.0 kip/ft, L1 = 28 ft, and L2 = 33 ft. Assume EI = constant.

A truck exerts wheel reactions P1 = 7 kips and P2 = 4 kips on the deck of a bridge. Determine the maximum positive moment at C. Assume the truck only travels in the direction shown. The influence lines for VC and MC are shown, along with the peak values of the influence lines.

The beam supports a single live load of 1,500 lb, a uniform live load of 600 lb/ft, a uniform dead load of 150 lb/ft. Determine the maximum positive moment that can be developed at point B. Assume the support at A is a pin and C is a roller. The influence lines for VB and MB are shown, along with the peak values of the influence lines.

Determine the magnitude of the approximate bending moment at H in girder GH. Let w1 = 12 kN/m, w2 = 40 kN/m, L1 = 8 m, L2 = 7 m, and L3 = 6 m.